US4207716A - Receptacle having a circumferentially pre-stressed peripheral wall composed of concrete slabs - Google Patents
Receptacle having a circumferentially pre-stressed peripheral wall composed of concrete slabs Download PDFInfo
- Publication number
- US4207716A US4207716A US05/939,696 US93969678A US4207716A US 4207716 A US4207716 A US 4207716A US 93969678 A US93969678 A US 93969678A US 4207716 A US4207716 A US 4207716A
- Authority
- US
- United States
- Prior art keywords
- receptacle
- recess
- slab
- stressing
- slabs
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
- E04H7/02—Containers for fluids or gases; Supports therefor
- E04H7/18—Containers for fluids or gases; Supports therefor mainly of concrete, e.g. reinforced concrete, or other stone-like material
- E04H7/20—Prestressed constructions
Definitions
- the invention relates to a receptacle of the known type having a circumferentially pre-stressed peripheral wall composed of concrete slabs, the circumferential pre-stressing being established by means of wires extending around the external surface of the wall.
- receptacles are used for storing a mixture of solid and liquid manure, but they may be used for many other purposes, e.g. as a flood protection around isolated oil tanks.
- the receptacle is associated with a moulded foundation or bed on which the concrete slabs are vertically erected to form substantially a continuous circle, the diameter of which depends on the desired volume of the receptacle. Then the wires are extended horizontally around the wall of the receptacle and are tensioned sufficiently to stabilize the receptacle against the outwardly directed pressure from the contents of the receptacle.
- the vertical joints between the slab elements as well as the joints between these elements and the foundation may finally be made leakproof by applying a packing compound.
- the receptacle according to the invention differs in that the concrete slabs have plain external surfaces and, adjacent their vertical joint edges, a groove shaped recess for each of the wires, the depth of said recesses increasing towards the edge faces.
- groove shaped recesses are provided which, with a view to holding the wires during erection, may have a width such that the wires are held by friction against the side faces of the recesses and, with regard to the strain distribution, prevent the creation of more or less sharp bends in the wires over a joint between two adjacent slabs.
- a further effect is that at the joints the wires will be positioned close to the neutral plane of the slab elements which not only improves the distribution of the compressive strain in the concrete elements but also reduces the risk of a total or partial collapse of the wall of the receptacle in case of an external force, e.g. caused by a colliding vehicle.
- the bottom of the recess merges tangentially into the external slab surface and that the depth increases progressively towards the edge face. In such case the wires will be more deeply positioned in the recesses, the more the angle between the elements, or the diameter of the receptacle, is reduced.
- FIG. 1 shows a perspective view of the preferred embodiment
- FIG. 2 a section along the line II--II in FIG. 1,
- FIG. 3 a similar section in a receptacle having a smaller diameter
- FIG. 4 a section along the line IV--IV in FIG. 1.
- FIG. 1 shows a receptacle comprising a peripheral wall standing on a plane, support or bed, not shown, and built up by a plurality of identical concrete slabs 1 having a plain external surface, and a single anchoring concrete element 2. All of the elements may be provided with a reinforcement 8 of an ordinary type.
- the slabs 1 are erected edge-to-edge along a substantially circular line.
- Wires 3 are extended around the receptacle and are tension ed and anchored, e.g. by means of nuts 4, in a rib 5 forming part of the anchoring element 2, as best illustrated in FIG. 4.
- the wires 3 tighten the elements 1 and 2 of the receptacle together against an internal pressure from the contents, not shown, of the receptacle.
- the wires may suitably be of the known type comprising a protecting sheath in which the core of the wire may be displaced during the pre-stressing operation.
- the concrete slabs 1 Adjacent the vertical joints 6 the concrete slabs 1 are provided with groove shaped recesses 7 to receive the wires 3. As shown in FIG. 1, the recesses 7 of each pair of recesses are in-line with each other such that the wires pass smoothly from one element to the adjacent one and are also held safely in position against vertical displacement.
- the bottom of the recesses merges tangentially into the external surface of the concrete slabs, and the depth increases progressively towards the marginal edge of the elements 1.
- FIG. 2 shows parts of two adjacent slabs 1 of a receptacle having a rather great diameter
- FIG. 3 shows parts of two identical slabs 1 of a receptacle having a rather small diameter, i.e. a receptacle comprising a smaller number of slabs 1.
- the recesses 7 should preferably be of such a shape that even in the last case, that is with the smallest angle between successive slabs, the wires 3 do not exert a concentrated pressure on the bottom of the recesses just at the joint 6.
- the varying angular relationship of the slabs are allowed due to the fact that the marginal joint faces 10 and 11 of the slabs are shaped as complementary cylindrical surfaces with interposed pressure distributing and leak proofing packings 9 of a suitable material, e.g. plastic strips or a sealing compound.
Abstract
In a large size receptacle, e.g. for a mixture of liquid and solid manure, the peripheral wall comprises a circular series of reinforced concrete slabs having a plain external surface and presenting, at each vertical joint between successive slabs, groove shaped recesses or notches for receiving circumferentially extending pre-stressing wires.
Description
The invention relates to a receptacle of the known type having a circumferentially pre-stressed peripheral wall composed of concrete slabs, the circumferential pre-stressing being established by means of wires extending around the external surface of the wall.
Within the farming industry such receptacles are used for storing a mixture of solid and liquid manure, but they may be used for many other purposes, e.g. as a flood protection around isolated oil tanks.
Normally, the receptacle is associated with a moulded foundation or bed on which the concrete slabs are vertically erected to form substantially a continuous circle, the diameter of which depends on the desired volume of the receptacle. Then the wires are extended horizontally around the wall of the receptacle and are tensioned sufficiently to stabilize the receptacle against the outwardly directed pressure from the contents of the receptacle. The vertical joints between the slab elements as well as the joints between these elements and the foundation may finally be made leakproof by applying a packing compound.
It is known to design the concrete slabs with horizontal strengthening ribs spaced over the height of the slabs and with similar ribs along the vertical edges of the slabs, and to place the circumferential pre-stressing wires along the upper surface of the horizontal ribs. In order that the wires may tightly embrace the external surface of the slabs, the vertical marginal ribs are formed with holes through which the wires may be pierced and which are substantially flush with said external surface. In this way the wires will be held safely in position and will also be well protected against mechanical damage but, on the other hand, the erection work becomes more difficult because the wires have to be passed through all of the holes which is both troublesome and time consuming.
From this prior art the receptacle according to the invention differs in that the concrete slabs have plain external surfaces and, adjacent their vertical joint edges, a groove shaped recess for each of the wires, the depth of said recesses increasing towards the edge faces.
By the elimination of the horizontal and vertical strengthening ribs, the strengthening duty of which may be undertaken by an ordinary reinforcement within the slabs, the production costs of these slabs may be reduced but, at the same time, provisions must be made to ensure that the circumferential pre-stressing wires are sufficiently localized during and after erection, and that no undue strain concentrations are created in the wires or between the wires and the concrete elements. For this purpose, groove shaped recesses are provided which, with a view to holding the wires during erection, may have a width such that the wires are held by friction against the side faces of the recesses and, with regard to the strain distribution, prevent the creation of more or less sharp bends in the wires over a joint between two adjacent slabs. A further effect is that at the joints the wires will be positioned close to the neutral plane of the slab elements which not only improves the distribution of the compressive strain in the concrete elements but also reduces the risk of a total or partial collapse of the wall of the receptacle in case of an external force, e.g. caused by a colliding vehicle.
In order that identical elements may be used for receptacles of varying diameters while maintaining the advantages referred to above, it is preferred, according to the invention, that the bottom of the recess merges tangentially into the external slab surface and that the depth increases progressively towards the edge face. In such case the wires will be more deeply positioned in the recesses, the more the angle between the elements, or the diameter of the receptacle, is reduced.
The invention will now be more fully described with reference to the accompanying drawing illustrating a preferred embodiment of a receptacle according to the invention, and in which
FIG. 1 shows a perspective view of the preferred embodiment,
FIG. 2 a section along the line II--II in FIG. 1,
FIG. 3 a similar section in a receptacle having a smaller diameter, and
FIG. 4 a section along the line IV--IV in FIG. 1.
FIG. 1 shows a receptacle comprising a peripheral wall standing on a plane, support or bed, not shown, and built up by a plurality of identical concrete slabs 1 having a plain external surface, and a single anchoring concrete element 2. All of the elements may be provided with a reinforcement 8 of an ordinary type.
The slabs 1 are erected edge-to-edge along a substantially circular line. Wires 3 are extended around the receptacle and are tension ed and anchored, e.g. by means of nuts 4, in a rib 5 forming part of the anchoring element 2, as best illustrated in FIG. 4. The wires 3 tighten the elements 1 and 2 of the receptacle together against an internal pressure from the contents, not shown, of the receptacle.
The wires may suitably be of the known type comprising a protecting sheath in which the core of the wire may be displaced during the pre-stressing operation.
Adjacent the vertical joints 6 the concrete slabs 1 are provided with groove shaped recesses 7 to receive the wires 3. As shown in FIG. 1, the recesses 7 of each pair of recesses are in-line with each other such that the wires pass smoothly from one element to the adjacent one and are also held safely in position against vertical displacement.
As most clearly illustrated in FIGS. 2 and 3, the bottom of the recesses merges tangentially into the external surface of the concrete slabs, and the depth increases progressively towards the marginal edge of the elements 1.
FIG. 2 shows parts of two adjacent slabs 1 of a receptacle having a rather great diameter while FIG. 3 shows parts of two identical slabs 1 of a receptacle having a rather small diameter, i.e. a receptacle comprising a smaller number of slabs 1. As shown, the recesses 7 should preferably be of such a shape that even in the last case, that is with the smallest angle between successive slabs, the wires 3 do not exert a concentrated pressure on the bottom of the recesses just at the joint 6.
The varying angular relationship of the slabs are allowed due to the fact that the marginal joint faces 10 and 11 of the slabs are shaped as complementary cylindrical surfaces with interposed pressure distributing and leak proofing packings 9 of a suitable material, e.g. plastic strips or a sealing compound.
Claims (6)
1. A receptacle having a circumferentially pre-stressed peripheral wall composed of a plurality of concrete slabs, the circumferential pre-stressing being established by means of wires extending around the external surface of the wall, said concrete slabs each having a plain protuberance-free external surface and, adjacent their vertical joint edges, a groove-shaped recess for each of the wires, the depth of said recesses increasing towards the marginal edges of the slab.
2. A receptacle according to claim 1, wherein the bottom of the recess merges tangentially into the plain external surface of the slab, and wherein the depth increases progressively toward the marginal edge of the slab.
3. A receptacle of the type having a wall portion assembled from a plurality of substantially identical concrete slabs with circumferential pre-stressing wires extending around the external surface of the wall, each of said slabs having a planar, protuberance-free external surface portion, the opposite side edges of each slab having a joint face adopted to mate with the complementary joint face of an adjacent slab to define a joint, the planar marginal surface portions of each side edge having a recess formed therein for each pre-stressing wire, said recess extending from said planar marginal surface portion to said joint face and progressively increasing in depth toward said joint face, said recess on adjacent slabs substantially in-line with one another to define a recess-pair at each joint, each recess-pair adapted to accept a pre-stressing wire therein.
4. The receptacle claimed in claim 3 wherein the bottom surface of each recess tangentially merges with said planar marginal surface portion of said slab.
5. The receptacle claimed in claim 3, wherein the width of each recess is dimensioned to frictionally hold the pre-stressing wires against the side faces of the recess.
6. The receptacle claimed in claim 3, further comprising an anchoring slab adapted to anchor the ends of the pre-stressing wires, said anchoring slab having opposite side edges that include joint faces adapted to mate with the joint faces of adjacent slabs, and a vertically aligned, outwardly extending rib having a pair of holes formed therethrough for each pre-stressing wire, the opposite ends of each pre-stressing wire anchored in a respective one of said pair of holes.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DK4077/77 | 1977-09-14 | ||
DK407777A DK149082C (en) | 1977-09-14 | 1977-09-14 | CONTAINER WITH A CIRCUIT, RING-BASED ROAD COMPOSED OF PLATFORMED CONCRETE ELEMENTS |
Publications (1)
Publication Number | Publication Date |
---|---|
US4207716A true US4207716A (en) | 1980-06-17 |
Family
ID=8129938
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US05/939,696 Expired - Lifetime US4207716A (en) | 1977-09-14 | 1978-09-05 | Receptacle having a circumferentially pre-stressed peripheral wall composed of concrete slabs |
Country Status (9)
Country | Link |
---|---|
US (1) | US4207716A (en) |
BE (1) | BE870272A (en) |
CA (1) | CA1098727A (en) |
DE (1) | DE2838658A1 (en) |
DK (1) | DK149082C (en) |
FR (1) | FR2403436A1 (en) |
GB (1) | GB2004318B (en) |
NL (1) | NL7809231A (en) |
SE (1) | SE7809607L (en) |
Cited By (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4672783A (en) * | 1984-10-12 | 1987-06-16 | Idex Limited (Jersey) | Frame for a vehicle sun roof |
AU579858B2 (en) * | 1984-04-05 | 1988-12-15 | Creeks Metal Industries Pty. Limited | Storage tanks |
AU584696B2 (en) * | 1985-04-24 | 1989-06-01 | Interlok Limited | Improvements in/or relating to storage tanks |
US6247279B1 (en) * | 1998-03-24 | 2001-06-19 | University Of Ottawa | Retrofitting existing concrete columns by external prestressing |
US20040139670A1 (en) * | 2001-03-15 | 2004-07-22 | Jean-Francois Nieto | Device for anchoring prestressing reinforcements, prestressing system including said device and corresponding reinforcement |
US20090191003A1 (en) * | 2008-01-28 | 2009-07-30 | Kruse Darin R | Apparatus and methods for underground structures and construction thereof |
US20130180996A1 (en) * | 2010-09-15 | 2013-07-18 | Sk Innovation Co., Ltd. | Structure for insulation of storage tank and its construction method |
RU2505652C2 (en) * | 2010-03-22 | 2014-01-27 | Сергей Львович Ситников | Method for construction of reinforced concrete shell and shell |
US9085872B2 (en) | 2011-06-03 | 2015-07-21 | Darin R. Kruse | Lubricated soil mixing system and methods |
US20160083957A1 (en) * | 2013-06-27 | 2016-03-24 | Ihi Corporation | Method for constructing cylindrical tank |
US9556615B1 (en) * | 2015-10-13 | 2017-01-31 | The Dragon Group, LLC | Encapsulated panel systems |
US20170107712A1 (en) * | 2015-10-15 | 2017-04-20 | Richard M. Barry | Housing system |
US20190170122A1 (en) * | 2016-08-08 | 2019-06-06 | Wobben Properties Gmbh | Tower segment, tower section, tower, wind turbine, and method for producing a tower segment and for connecting tower segments |
CN111236720A (en) * | 2020-01-20 | 2020-06-05 | 中材海外工程有限公司 | Construction method for pouring silo decompression cone without construction joint |
WO2022226572A1 (en) * | 2021-04-28 | 2022-11-03 | Concept Environmental Services Pty Ltd | Digestion tank |
WO2022226574A1 (en) * | 2021-04-28 | 2022-11-03 | Concept Environmental Services Pty Ltd | Demountable tank |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0041516B1 (en) * | 1979-12-03 | 1984-09-19 | DURACK, Michael James | Liquid retaining structures |
DE3005480A1 (en) * | 1980-02-14 | 1981-08-20 | Siempelkamp Gießerei GmbH & Co, 4150 Krefeld | TENSION STEEL ARRANGEMENT FOR CYLINDRICAL CONTAINERS |
DE3523747A1 (en) * | 1985-07-03 | 1987-01-15 | Paul Larsen Roenne A S | CONTAINER WITH A RING-SHAPED TERMINAL BUILT ON A FLOOR PANEL |
IT206467Z2 (en) * | 1985-10-18 | 1987-08-10 | Pc Spa | VERTICAL CYLINDRICAL SILO COVERED PARTICULARLY FOR THE CONTAINMENT OF FORAGES AND CEREALS ARISING FROM THE COMPOSITION AND ASSEMBLY OF LARGE PREFABRICATED CONCRETE CONCEALED CONES |
SE531044C2 (en) * | 2008-01-04 | 2008-12-02 | A Betong Ab | Tank and elastic profile for such tank |
DE102015115562A1 (en) * | 2015-09-15 | 2017-03-16 | Max Bögl Wind AG | Tower for a wind turbine with a water reservoir of a pumped storage power plant, water storage tank of a pumped storage power plant and plant for energy production |
CN106639452A (en) * | 2016-10-14 | 2017-05-10 | 西华大学 | Lightweight-steel-structure grain storing granary |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1081864A (en) * | 1913-03-03 | 1913-12-16 | John T M Johnston | Building construction. |
US1143954A (en) * | 1914-12-17 | 1915-06-22 | O R Savage | Silo. |
US1320989A (en) * | 1919-11-04 | Stave fob | ||
US1383166A (en) * | 1918-02-11 | 1921-06-28 | William P Chase | Masonry silo |
US2120838A (en) * | 1937-06-07 | 1938-06-14 | Rollie A Lawrence | Stave |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1705338A (en) * | 1927-12-30 | 1929-03-12 | Warford Construction Company | Silo and stave therefor |
US1882301A (en) * | 1930-01-07 | 1932-10-11 | George E Priest | Building stave |
US2501951A (en) * | 1945-07-24 | 1950-03-28 | Lintz Mark | Construction of tanks, silos, and like vessels |
DE1434836A1 (en) * | 1964-10-30 | 1969-02-20 | Schleich Dipl Ing Josef | A structural elements and assembly system assigned to a solid prefabricated slab for the assembly-like production of, on the one hand, circular cylinder-like, polygonal prismatic, massive storage containers, and, on the other hand, massive flat walls |
GB1147421A (en) * | 1966-04-21 | 1969-04-02 | Tower Silos Ltd | Improvements in tower silos |
-
1977
- 1977-09-14 DK DK407777A patent/DK149082C/en active
-
1978
- 1978-09-05 DE DE19782838658 patent/DE2838658A1/en not_active Ceased
- 1978-09-05 US US05/939,696 patent/US4207716A/en not_active Expired - Lifetime
- 1978-09-06 BE BE190314A patent/BE870272A/en unknown
- 1978-09-06 GB GB7835810A patent/GB2004318B/en not_active Expired
- 1978-09-11 NL NL7809231A patent/NL7809231A/en not_active Application Discontinuation
- 1978-09-12 SE SE7809607A patent/SE7809607L/en unknown
- 1978-09-13 CA CA311,183A patent/CA1098727A/en not_active Expired
- 1978-09-14 FR FR7826387A patent/FR2403436A1/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1320989A (en) * | 1919-11-04 | Stave fob | ||
US1081864A (en) * | 1913-03-03 | 1913-12-16 | John T M Johnston | Building construction. |
US1143954A (en) * | 1914-12-17 | 1915-06-22 | O R Savage | Silo. |
US1383166A (en) * | 1918-02-11 | 1921-06-28 | William P Chase | Masonry silo |
US2120838A (en) * | 1937-06-07 | 1938-06-14 | Rollie A Lawrence | Stave |
Cited By (28)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU579858B2 (en) * | 1984-04-05 | 1988-12-15 | Creeks Metal Industries Pty. Limited | Storage tanks |
US4672783A (en) * | 1984-10-12 | 1987-06-16 | Idex Limited (Jersey) | Frame for a vehicle sun roof |
AU584696B2 (en) * | 1985-04-24 | 1989-06-01 | Interlok Limited | Improvements in/or relating to storage tanks |
US6247279B1 (en) * | 1998-03-24 | 2001-06-19 | University Of Ottawa | Retrofitting existing concrete columns by external prestressing |
US20040139670A1 (en) * | 2001-03-15 | 2004-07-22 | Jean-Francois Nieto | Device for anchoring prestressing reinforcements, prestressing system including said device and corresponding reinforcement |
US7234280B2 (en) * | 2001-03-15 | 2007-06-26 | Freyssinet International (Stup) | Device for anchoring prestressing reinforcements |
US20100189512A1 (en) * | 2008-01-28 | 2010-07-29 | Kruse Darin R | Apparatus and methods for underground structures and construction thereof |
US7722293B2 (en) | 2008-01-28 | 2010-05-25 | Darin R. Kruse | Methods for constructing underground structures |
US10017910B2 (en) | 2008-01-28 | 2018-07-10 | Darin R. Kruse | Apparatus and methods for underground structures and construction thereof |
US8322949B2 (en) | 2008-01-28 | 2012-12-04 | Kruse Darin R | System for creating underground structures |
US8714877B2 (en) * | 2008-01-28 | 2014-05-06 | Darin R. Kruse | Apparatus and methods for underground structures and construction thereof |
US11885224B2 (en) * | 2008-01-28 | 2024-01-30 | Darin R. Kruse | Apparatus and methods for underground structures and construction thereof |
US10815633B2 (en) | 2008-01-28 | 2020-10-27 | Darin R. Kruse | Apparatus and methods for underground structures and construction thereof |
US20090191003A1 (en) * | 2008-01-28 | 2009-07-30 | Kruse Darin R | Apparatus and methods for underground structures and construction thereof |
RU2505652C2 (en) * | 2010-03-22 | 2014-01-27 | Сергей Львович Ситников | Method for construction of reinforced concrete shell and shell |
US20130180996A1 (en) * | 2010-09-15 | 2013-07-18 | Sk Innovation Co., Ltd. | Structure for insulation of storage tank and its construction method |
US10557242B2 (en) | 2011-06-03 | 2020-02-11 | Darin R. Kruse | Lubricated soil mixing systems and methods |
US9828737B2 (en) | 2011-06-03 | 2017-11-28 | Darin R. Kruse | Lubricated soil mixing systems and methods |
US9085872B2 (en) | 2011-06-03 | 2015-07-21 | Darin R. Kruse | Lubricated soil mixing system and methods |
US9556607B2 (en) * | 2013-06-27 | 2017-01-31 | Ihi Corporation | Method for constructing cylindrical tank |
US20160083957A1 (en) * | 2013-06-27 | 2016-03-24 | Ihi Corporation | Method for constructing cylindrical tank |
US9556615B1 (en) * | 2015-10-13 | 2017-01-31 | The Dragon Group, LLC | Encapsulated panel systems |
US20170107712A1 (en) * | 2015-10-15 | 2017-04-20 | Richard M. Barry | Housing system |
US20190170122A1 (en) * | 2016-08-08 | 2019-06-06 | Wobben Properties Gmbh | Tower segment, tower section, tower, wind turbine, and method for producing a tower segment and for connecting tower segments |
US10794365B2 (en) * | 2016-08-08 | 2020-10-06 | Wobben Properties Gmbh | Tower segment, tower section, tower, wind turbine, and method for producing a tower segment and for connecting tower segments |
CN111236720A (en) * | 2020-01-20 | 2020-06-05 | 中材海外工程有限公司 | Construction method for pouring silo decompression cone without construction joint |
WO2022226572A1 (en) * | 2021-04-28 | 2022-11-03 | Concept Environmental Services Pty Ltd | Digestion tank |
WO2022226574A1 (en) * | 2021-04-28 | 2022-11-03 | Concept Environmental Services Pty Ltd | Demountable tank |
Also Published As
Publication number | Publication date |
---|---|
DK149082B (en) | 1986-01-13 |
CA1098727A (en) | 1981-04-07 |
GB2004318A (en) | 1979-03-28 |
DK149082C (en) | 1986-06-23 |
GB2004318B (en) | 1982-05-12 |
BE870272A (en) | 1979-01-02 |
NL7809231A (en) | 1979-03-16 |
DE2838658A1 (en) | 1979-03-15 |
FR2403436A1 (en) | 1979-04-13 |
DK407777A (en) | 1979-03-15 |
SE7809607L (en) | 1979-03-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4207716A (en) | Receptacle having a circumferentially pre-stressed peripheral wall composed of concrete slabs | |
JP3034034B2 (en) | Basic structure of support or beam structure | |
US4592674A (en) | Concrete manhole | |
US4229920A (en) | Foamed plastic concrete form and connectors therefor | |
DE19950675C1 (en) | Transport anchor embedded in steel-reinforced concrete component has projecting part of anchor shaft provided with grip head enclosed by removable deflection element during casting of concrete component | |
US5941041A (en) | Play structure building panel | |
US3472031A (en) | Precast concrete body | |
US5494378A (en) | Piling apparatus | |
MXPA04006317A (en) | Rebar support chair. | |
US6205945B1 (en) | Floating dock including buoyant wharf modules and method of making such modules | |
DE1286730B (en) | Plastic filler for the production of concrete cassette, ribbed ceilings or the like. | |
US20020166302A1 (en) | Footing for sound-barrier walls | |
KR101797121B1 (en) | Earthquake proofing tank | |
CA1153575A (en) | Wall made of concrete elements | |
EP0082737A1 (en) | Concrete reinforcing rod chair | |
KR910002890B1 (en) | Retaining panel | |
US20180245305A1 (en) | Cement form apparatus and method | |
EP0452537A1 (en) | Manufactured parts and method for the realization of circular tanks | |
US4370839A (en) | Pool construction | |
US3500602A (en) | Prefabricated water tank | |
JPH0730755Y2 (en) | Retaining wall block | |
KR102641291B1 (en) | Stainless cylindrical water tank fixing device with seismic function and construction method | |
GB2216154A (en) | Formwork units which fit together and swivel | |
JPS5631942A (en) | Corrosion-inhibitive device for steel pile | |
JPH0743172Y2 (en) | Slope retaining wall |